THM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York

Size: px
Start display at page:

Download "THM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York"

Transcription

1 THM Removal by Water Spray Aeration- Tank Top Results Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York

2 Monroe County s Primary Water Supply Lake Ontario

3 Shoremont Treatment Plant

4 Webster Treatment Plant

5 MCWA Service Area

6 Genesee County Our third facility is a small (0.25 MGD) groundwater facility that delivers water into western Genesee county. District also receives purchased water.

7 Path of Water to Western Genesee District MCWA Pembroke BPS Pembroke service area Corfu Well

8 Pembroke BPS Pumping distance is approx 26 miles from Buffalo to the BPS in Pembroke. Because of travel time, THM levels coming into Pembroke can be problematic during the late summer after Lake Erie water has warmed.

9 Purchase Districts Because districts that purchase water may not have any say over how that water is treated, purchase districts can face problems with high THM levels before the water ever enters their system.

10 Historic THM Monitoring Data at Entry Point THM Concentration st 2nd 3rd 4th 1st 2nd 3rd 4th 1st 2nd 3rd 4th 1st 2nd 3rd 4th 1st 2nd 3rd 4th

11 Western Genesee District Since 2010, this spray aeration system in our Pembroke tank has provided us with a step reduction in THMs prior to rechlorination and delivery of the water further into the district.

12 THM Removal w/ Fall Distance The work done during the last two years relates to documenting THM removal at different fall distances within a tank. This was suggested by a question from a local operator.

13 Question This utility needs to keep a high water elevation in their tank to maintain adequate pressure in the distribution system. Since the water elevation will tend to be high and turnover will be low, there will be not more that 5 6 ft between the discharge of a nozzle and the water surface.

14 The Question Given the height limitations, is 6 ft fall distance sufficient to remove THMs via water spray? What about less than 6 ft? Henry s Law can be used to predict the extent of removal of THMs from water but gives no prediction on the rate at which they will be removed.

15 Our Work We set out to document the percent removal of TTHM w/ fall distances of 3 ft 6 ft 12 ft 20 ft

16 Our Work We also wanted to answer a question that has been asked many times.what is the impact on residual chlorine after passing through the spray system? Lastly, what is the effect of aeration on the water s ph?

17 Pembroke Tank Steel 500,000 gallons 37 ft diameter 61 ft high

18 Western Genesee District Historically, because of the long route taken by water to enter INTO this part of our system and then additional time to flow east, THM formation has been a problem. Town of Pembroke Genesee County, NY New York State Thruway 2954 Main Rd East Pembroke 3.5 miles 4.5 miles Pembroke Pump Station Pembroke Tank Autoflush unit To Corfu NY

19 Hypochlorite Due to the long transmission route once water leaves the tank, it is necessary to rechlorinate with sodium hypochlorite on the outflow. Dose = ~ 0.6 mg/l THM removal by water spray gives us a step reduction prior to the additional disinfection

20 Our Spray System A 7 ½ Hp variable speed pump Pump operates at about 72 gpm Pump operates to allow 4-5 day turnover rate

21 Riser Piping Sch 80 PVC pipe 2 inch diameter

22 Tank Penetration Penetration into the hatch- bulk head fitting. Pressure of psi at tank top.

23 Spray Heads

24 Tank Top From ~ 5 to 20 feet in fall distance between spray heads and water surface. No active ventilation

25 Sample Collection Points On the riser line leading up along the tank. From inside the tank

26 Sample Collection A modified telescopic dipper (with a shield) held in place at the appropriate elevation within the tank.

27 Sample Analysis THM samples were transferred to 40 ml vials with dechlorinating agent. The analysis was conducted at a NYSDOH approved laboratory. EPA Method for THM analysis Chlorine samples were performed in the field ph samples were chilled for laboratory analysis

28 Field Work Over two summers, eleven data sets were collected for fall distances of 6 ft, 12 ft and 20 ft. (Fogjet nozzle) Water temperatures at time of sampling were between 57 degrees F and 68 degrees F.

29 SMD info for the nozzles Fogjet nozzle is routinely utilized. This combines the spray capacity of seven nozzles on one head. Estimated water drop size diameter (SMD) was ~ 500 u.

30 Fogjet Nozzle Chloroform Removal in Percent Removal ft 6 ft 12 ft 20 ft

31 Dichlorobromomethane Removal in Percent Removal ft 6 ft 12 ft 20 ft

32 Dibromochloromethane Removal in Percent Removal ft 6 ft 12 ft 20 ft

33 Removal vs. Water 80 Temperature 70 THM Removal Percentage y = x R² = Water Temperature, deg F

34 Effect on ph ph of Incoming vs Sprayed Water In Sprayed

35 Effect on Chlorine Residual Chlorine Residual Into Manifold vs Sprayed at 20 ft Fall Distance Free Chlorine Residual, mg/l In Sprayed Test Number

36 Long Term THM Data in East Pembroke Water Spray STARTS 1st 2nd summer 3rd 4th 1st 2nd summer 3rd 4th 1st 2nd summer 3rd 4th 1st 2nd summer 3rd 4th 1st 2nd summer 3rd 4th 1st 2nd summer 3rd 4th

37 Aeration NYS Regulatory Impact NYS Air Quality Standards Pt Item 27- Trivial Activities Air stripping processes used on public water supply systems are trivial and exempt from permitting requirements. Your state s regulations may be different.

38 Water Spray Operation System is activated in early May until early November when the water cools Proper sanitary precautions necessary when taken off line for winter Other issues/problems loss of power alarm is necessary/sufficient electrical service Watch for non flowing orifices on nozzle head

39 You Can t Just Install and Forget

40 Cost of Components Capital Cost : $ 17,000 Includes pump and variable speed drive, flowmeter, piping and spray nozzles

41 Cost of Operation Energy costs vary during the season from 9 13 cents/kwhr At 12 cents per kwhr, we are looking at about $ 16 per day to operate the pump.

42 Thank You

THM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York

THM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York THM Removal by Water Spray Aeration- Tank Top Results Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York Monroe County s Primary Water Supply Lake Ontario Treatment

More information

Hydraulic Modeling Assisting in Water Quality. Jinghua Jing Xiao, Ph.D., P.E. Senior Planning Engineer SE PA-AWWA Fall Conference 2018

Hydraulic Modeling Assisting in Water Quality. Jinghua Jing Xiao, Ph.D., P.E. Senior Planning Engineer SE PA-AWWA Fall Conference 2018 Hydraulic Modeling Assisting in Water Quality Jinghua Jing Xiao, Ph.D., P.E. Senior Planning Engineer SE PA-AWWA Fall Conference 2018 WHO WE ARE We are the largest and most geographically diverse publicly

More information

-SELECTION- -MAINTENANCE- -WATER AGE AND THM REMOVAL- Robert C. Heady, P.E., S.I., ENV SP Project Manager Civil Design Associates, Inc.

-SELECTION- -MAINTENANCE- -WATER AGE AND THM REMOVAL- Robert C. Heady, P.E., S.I., ENV SP Project Manager Civil Design Associates, Inc. -SELECTION- -MAINTENANCE- -WATER AGE AND THM REMOVAL- Robert C. Heady, P.E., S.I., ENV SP Project Manager Civil Design Associates, Inc. November 15, 2017 1 2 Tank Selection Location Type Costs Construction

More information

DBP AND DISTRIBUTION SYSTEM CHLORINE RESIDUAL CONTROL IN CARLISLE BOROUGH

DBP AND DISTRIBUTION SYSTEM CHLORINE RESIDUAL CONTROL IN CARLISLE BOROUGH DBP AND DISTRIBUTION SYSTEM CHLORINE RESIDUAL CONTROL IN CARLISLE BOROUGH Jamie R. Shambaugh, P.E. - GF Michael J. Mehaffey, P.E. GF Peter S. Selan Borough of Carlisle Outline Project Background and Objectives

More information

Aeration Strategies for TTHM Control

Aeration Strategies for TTHM Control Aeration Strategies for TTHM Control Chad Seidel, Ph.D., P.E. Stephen Acquafredda, P.E. Damon S. Williams Associates, LLC AZWA Water Treatment Committee Seminar Series Water System Optimization Tuesday,

More information

Operations of the MCWA

Operations of the MCWA Operations of the MCWA Background The MCWA services Monroe County and portions of each of the five surrounding counties. The Authority s service area includes over 50 towns, villages, cities and other

More information

City of Rochester, New York. Dept. of Environmental Services Bureau of Water. Water Supply ID# NY Water Quality

City of Rochester, New York. Dept. of Environmental Services Bureau of Water. Water Supply ID# NY Water Quality City of Rochester, New York Dept. of Environmental Services Bureau of Water Water Supply ID# NY2704518 2013 Water Quality Report Rochester Wins Gold for Best Tasting Water in New York State! The Rochester

More information

Water Utility Science Water Math and Hydraulics 050. Name: Date:

Water Utility Science Water Math and Hydraulics 050. Name: Date: Water Utility Science Water Math and Hydraulics 050 Name: Date: Note: Please show all of your calculations for each problem no matter how simple the problem may seem. Please use the accompanying pieces

More information

TOTAL TRIHALOMETHANES (TTHM) MITIGATION FEASIBILITY STUDY AND PILOT TESTING ABSTRACT KEYWORDS

TOTAL TRIHALOMETHANES (TTHM) MITIGATION FEASIBILITY STUDY AND PILOT TESTING ABSTRACT KEYWORDS ABSTRACT TOTAL TRIHALOMETHANES (TTHM) MITIGATION FEASIBILITY STUDY AND PILOT TESTING Perry Gayle, PhD, PE, URS Corporation NC Patricia Chandley, PE, URS Corporation NC Porter Rivers, III, PE, URS Corporation

More information

VILLAGE OF NORTH BALTIMORE WTP CLEARWELL THM REMOVAL SYSTEM

VILLAGE OF NORTH BALTIMORE WTP CLEARWELL THM REMOVAL SYSTEM VILLAGE OF NORTH BALTIMORE WTP CLEARWELL THM REMOVAL SYSTEM Two 15 HP Spray Units Operational Spray Unit Two 2 HP Ventilation Fans SAMPLE DATE WATER TEMP (degc) WTP Production (MG) Village of North Baltimore

More information

In-Reservoir TTHM Surface Aeration: A year of results, experience and lessons learned

In-Reservoir TTHM Surface Aeration: A year of results, experience and lessons learned In-Reservoir TTHM Surface Aeration: A year of results, experience and lessons learned Jeanne M. Jensen, P.E. Steve Acquafredda, P.E. Jacobs Engineering Group, Inc. February 2, 2012 Presentation Outline

More information

Reducing THM via Aeration: A Case Study August 28, 2014

Reducing THM via Aeration: A Case Study August 28, 2014 1 Reducing THM via Aeration: A Case Study August 28, 2014 by Gary Williams, P.E. Jones & Henry Engineers WEA-AWWA 2014 Technical Conference & Expo Agenda 2 Location History Pilot Implementation Take Away

More information

Oregon Operators Conference Operator Math Workshop Module II

Oregon Operators Conference Operator Math Workshop Module II Oregon Operators Conference Operator Math Workshop Module II Lance Mason, Senior Operations Specialist August 16, 2018 Conversion Math Brief Review From Module I Conversions to Remember 8.34 lbs. / gallon

More information

Rectangular Basin = Volume, gal (Length, ft) x (Width, ft) x (Height, ft) x7.48 gal/cu.ft.

Rectangular Basin = Volume, gal (Length, ft) x (Width, ft) x (Height, ft) x7.48 gal/cu.ft. Units and Conversion Factors 1 cubic foot of water weighs 62.3832 lb 1 gallon of water weighs 8.34 lb 1 liter of water weighs 1,000 gm 1 mg/l = 1 part per million (ppm) 1% = 10,000 ppm ft 2 = square feet

More information

NELSONVILLE WATER TREATMENT PLANT IMPROVEMENTS

NELSONVILLE WATER TREATMENT PLANT IMPROVEMENTS Location City of Nelsonville, Ohio Environmental Engineering, Design and Bidding, Construction Administration and Observation, Start-up Services Cost $4.25 million Size 1,000 gallon per minute Professional

More information

2017 ANNUAL WATER QUALITY REPORT FOR THE VILLAGE OF LIMA AND WATER DISTRICTS ONE AND TWO (TOWN OF LIMA)

2017 ANNUAL WATER QUALITY REPORT FOR THE VILLAGE OF LIMA AND WATER DISTRICTS ONE AND TWO (TOWN OF LIMA) 2017 ANNUAL WATER QUALITY REPORT FOR THE VILLAGE OF LIMA AND WATER DISTRICTS ONE AND TWO (TOWN OF LIMA) New York State Water Supplier Id. # s. Village NY2501021 Town NY2525000 Each year, water suppliers

More information

1 American Water College

1 American Water College 5 Step Approach: 1. Identify the problem and list what is known and unknown 2. Select an appropriate formula to solve the problem 3. Arrange the formula to solve for the unknown 4. Plug the known values

More information

Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland)

Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland) Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland) May 4, 2012 Presented by: Earl Swartzendruber, Jr., PE Whitman, Requardt and Associates, LLP Acknowledgements Town

More information

Chapter 109 Update. Water Supplier Challenges and Unintended Consequences

Chapter 109 Update. Water Supplier Challenges and Unintended Consequences Chapter 109 Update Water Supplier Challenges and Unintended Consequences Jeffrey R. Hines, P.E. President and CEO The York Water Company jeffh@yorkwater.com D: 717-718-2953 1 Chapter 109 Current Current

More information

Pittsburgh Water Treatment Plant Projects. by Jay R. Lucas, P.E. Senior Project Manager

Pittsburgh Water Treatment Plant Projects. by Jay R. Lucas, P.E. Senior Project Manager Pittsburgh Water Treatment Plant Projects by Jay R. Lucas, P.E. Senior Project Manager Who Is American Water We are the largest publicly traded water and wastewater utility in the United States Broad national

More information

Trials and Tribulations of Building a Pilot Plant:

Trials and Tribulations of Building a Pilot Plant: Trials and Tribulations of Building a Pilot Plant: Tackling Water Quality Challenges Suez Water New York Gerry Remsen, PE & Elsie Kitcher, PhD NYSAWWA Spring 2017 Saratoga, NY Outline LDF Plant Challenges

More information

Pressure Distribution Design

Pressure Distribution Design Pressure Distribution Design Presented at the 2011 CEHA Annual Educational Conference By Roger J. Shafer, P.E. Distribution Systems Non-pressurized Distribution Distribution Systems Non-pressurized Distribution

More information

Water distribution systems throughout

Water distribution systems throughout FWRJ Innovative and Cost-Effective Ways to Improve Water Quality Using Distribution System Models Kelcia Mazana and Migdalia Hernandez Water distribution systems throughout Florida are facing distribution

More information

Section 7 Hydraulic Model Development and Evaluation Criteria

Section 7 Hydraulic Model Development and Evaluation Criteria Section 7 Hydraulic Model Development and Evaluation Criteria The hydraulic evaluation conducted to develop this master plan was performed using a computer model of the reclaimed water distribution system.

More information

NOVEL APPROACHES TO TRIHALOMETHANE MANAGEMENT. Dr Rino Trolio. Water Corporation (WA)

NOVEL APPROACHES TO TRIHALOMETHANE MANAGEMENT. Dr Rino Trolio. Water Corporation (WA) NOVEL APPROACHES TO TRIHALOMETHANE MANAGEMENT Paper Presented by : Dr Rino Trolio Authors: Rino Trolio, Manager Operations Suppor, Richard Walker, Manager Drinking Water Quality, Sharon McNeil, Chemistry

More information

WATER DISTRIBUTION SYSTEM MATHEMATICS

WATER DISTRIBUTION SYSTEM MATHEMATICS WATER DISTRIBUTION SYSTEM MATHEMATICS OTCO Distribution Workshop December 9, 2015 Nick Pizzi Aqua Serv The Math Basics for this Module Use some formulas Area = Π R 2 Area = 0.785 X D 2 Volume = Area X

More information

CEE 371 May 14, 2009 Final Exam

CEE 371 May 14, 2009 Final Exam CEE 371 May 14, 2009 Final Exam Closed Book, two sheets of notes allowed Please answer questions 3, 6 and 7. In addition, answer either question 1 or 2, and answer either question 4 or 5. The total potential

More information

Town of Mendon EXTENSION #7 TO MENDON WATER DISTRICT #1 ENGINEER S REPORT. Mendon, New York September 2006 MRB Group Project No.

Town of Mendon EXTENSION #7 TO MENDON WATER DISTRICT #1 ENGINEER S REPORT. Mendon, New York September 2006 MRB Group Project No. Town of Mendon 16 West Main Street Mendon, New York 14472 ENGINEER S REPORT FOR THE EXTENSION #7 TO MENDON WATER DISTRICT #1 September 2006 MRB Group Project No. 133510 Prepared by: 2480 Browncroft Boulevard

More information

REGIONAL GROUND-WATER STUDY TOWN OF WOODBURY ORANGE COUNTY, NEW YORK INTRODUCTION

REGIONAL GROUND-WATER STUDY TOWN OF WOODBURY ORANGE COUNTY, NEW YORK INTRODUCTION WB- INTRODUCTION The Town of 's municipal water system consists of the and the Water District (District 6), which was previously a small private system acquired by the Town in 978. EXISTING WATER SUPPLY

More information

The TOWN OF BATAVIA WATER SYSTEM

The TOWN OF BATAVIA WATER SYSTEM The TOWN OF BATAVIA Batavia Consolidated - PWS ID# NY1800554 Alexander WD#2 PWS ID# NY1830045 Townline Water - PWS ID# NY1830046 Alabama WD#2 PWS ID# NY1830051 Annual Water Quality Report Reporting Year:

More information

City of Greenfield Water Treatment Plant/System

City of Greenfield Water Treatment Plant/System City of Greenfield Water Treatment Plant/System General Information County: Highland Counties Served: Highland Type of System: Public: X 6119: Private: Year Established: 1893 Year of Upgrades: 1972, 1977,

More information

Irrigation Tech II HYDRAULIC TROUBLESHOOTING

Irrigation Tech II HYDRAULIC TROUBLESHOOTING Irrigation Tech II HYDRAULIC TROUBLESHOOTING How much water & pressure is needed? 2 Water Flow http://www.irrigationtutorials.com 3 Water Pressure Pressure is the force that moves water through a pipe

More information

Cerro Gallina Water Distribution Systems

Cerro Gallina Water Distribution Systems Cerro Gallina Water Distribution Systems Date: 12/14/2017 Matthew Adams * Sasha Drumm * Kira Koboski * Juli Mickle Outline Background Problem Description Design Components System 1 System 2 Cost and Scheduling

More information

FIELD GUIDE FOR MILLENNIUM MOUNDS CLERMONT CO. GENERAL HEALTH DISTRICT 2010

FIELD GUIDE FOR MILLENNIUM MOUNDS CLERMONT CO. GENERAL HEALTH DISTRICT 2010 FIELD GUIDE FOR MILLENNIUM MOUNDS CLERMONT CO. GENERAL HEALTH DISTRICT 2010 DIMENSIONS BETWEEN DRAINS SINGLE LENGTH MOUND 2 BEDROOM 98 X 20 3 BEDROOM 139 X 20 4 BEDROOM 184 X 20 HALF STRUCTURE MOUND 2

More information

CASE STUDY. In-Tank THM Removal System Achieves Over 50 Percent Reduction. Texas Utility Reaches Compliance for First Time in 5 Years.

CASE STUDY. In-Tank THM Removal System Achieves Over 50 Percent Reduction. Texas Utility Reaches Compliance for First Time in 5 Years. The Problem The City of Ballinger, Texas, provides water to a population of approximately 5, people. The City owns and operates a 2.5 million gallons per day (mgd) water treatment plant that was commissioned

More information

Annual Water Quality Report Reporting Year: 2016

Annual Water Quality Report Reporting Year: 2016 The TOWN OF BATAVIA Batavia Consolidated - PWS ID# NY1800544 Alexander WD#2 PWS ID# NY1830045 Townline Water - PWS ID# NY1830046 Annual Water Quality Report Reporting Year: 2016 WATER SYSTEM INTRODUCTION

More information

Well Treatment Facility Option 2. Treatment Facility Option 1. Pipeline Well Treatment Facility. Well and 69-02

Well Treatment Facility Option 2. Treatment Facility Option 1. Pipeline Well Treatment Facility. Well and 69-02 Trinity Engineering Firm Project Manager: Scott Griebling Project Engineer/Economic Specialist: Alicia Duran Junior Engineer/CAD Designer: Kari Leech Presentation Outline Project Background Project Goals

More information

In-Tank Aeration for THM Removal

In-Tank Aeration for THM Removal Nature. Technology. Innovation. In-Tank Aeration for THM Removal www.paxwater.com >> The success of the TRS aeration system in the Millingport tank has given us a new tool to reduce THMs in our system.

More information

Using a Recirculating Aeration System to Remove Bromoform and Other THMs. Russell Porter, P.E. May 9, 2014

Using a Recirculating Aeration System to Remove Bromoform and Other THMs. Russell Porter, P.E. May 9, 2014 Using a Recirculating Aeration System to Remove Bromoform and Other THMs Russell Porter, P.E. May 9, 2014 Presentation Outline Plant background & DBP history Description of pilot efforts Carbon Aeration

More information

Decentralized Wastewater Systems

Decentralized Wastewater Systems Decentralized Wastewater Systems Decentralized and Traditional Wastewater Treatment Systems Mark Gross, Ph.D., P.E. Training Manager Orenco Systems, Inc. Decentralized Overview 3/3/2010 #1 Some Aspects

More information

CEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN

CEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN CEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN Background The drinking water sources for the Town of Amherst include two surface water (reservoir) supplies

More information

Reduction of THMs Within Storage Tanks Using Aeration

Reduction of THMs Within Storage Tanks Using Aeration Reduction of THMs Within Storage Tanks Using Aeration May 9, 2014 Elizabeth A. Hirschhorn, P.E. PAX Water Technologies, Inc. Randy Moore Utility Service Group Goals for today: Review DBPs, THMs and conventional

More information

Description of Water Systems

Description of Water Systems Description of Water Systems 1 WATER SYSTEM OWNERSHIP AND MANAGEMENT The City is a Washington State municipal corporation that owns and operates a Group A community water system within the boundaries of

More information

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WASTEWATER SECTION

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WASTEWATER SECTION NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WASTEWATER SECTION INNOVATIVE WASTEWATER SYSTEM APPROVAL, Attachment INNOVATIVE WASTEWATER SYSTEM

More information

Coming and Going An Overview of Infrastructure Common to Water Distribution and Wastewater Collection Systems

Coming and Going An Overview of Infrastructure Common to Water Distribution and Wastewater Collection Systems Coming and Going An Overview of Infrastructure Common to Water Distribution and Wastewater Collection Systems Eric A. Smith, P.E. November 14, 2016 Raleigh, NC Agenda Introduction Importance of Distribution/Collection

More information

17.0 INFRASTRUCTURE AND ENERGY

17.0 INFRASTRUCTURE AND ENERGY 17.0 INFRASTRUCTURE AND ENERGY The Project would place demands on the existing infrastructure systems for supplying water, treating sewage, providing energy and disposing of solid waste. The Project would

More information

Water Supply Feasibility Study. Public Works Committee Presentation March 2009

Water Supply Feasibility Study. Public Works Committee Presentation March 2009 Water Supply Feasibility Study Public Works Committee Presentation March 2009 Public Works Committee The Public Works Committee is made up of citizens with both technical and non-technical backgrounds

More information

Disinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done

Disinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done Disinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done Existing Water System What Are Disinfection Byproducts (DBPs)? DBPs are formed when disinfectants used in water treatment

More information

Concentration-Time (CT) Assessment Theory and Application Examples. Daniel B. Stephens & Associates, Inc.

Concentration-Time (CT) Assessment Theory and Application Examples. Daniel B. Stephens & Associates, Inc. Concentration-Time (CT) Assessment Theory and Application Examples Chlorine Demand The consumption of the chlorine used for disinfection What is added What is used What remains Dosage Demand = Residual

More information

City of Loveland Water System

City of Loveland Water System General Information County: Clermont Counties Served: Clermont Type of System: Public: X 6119: Private: Year Established: N/A Year of Upgrades: N/A EPA District: Southwest Watershed: N/A Source: Surface

More information

Water Treatment Math

Water Treatment Math WELCOME! Water Treatment Math Your Moderator Today Angela Hengel Ahengel@rcac.org 1 WELCOME! This training is presented by RCAC with funding provided by the California State Water Resources Control Board

More information

Water Treatment Math

Water Treatment Math WELCOME! Water Treatment Math Your Moderator Today Michael Boyd Rural Development Specialist: Environmental Gering, NE mboyd@rcac.org 1 WELCOME! This training is presented by RCAC with funding provided

More information

INTRODUCTION. Building Services County Office Building 197 Main Street Cooperstown, New York Phone: (607) Fax: (607)

INTRODUCTION. Building Services County Office Building 197 Main Street Cooperstown, New York Phone: (607) Fax: (607) Building Services County Office Building 197 Main Street Cooperstown, New York 13326-1129 Phone: (607) 547-6484 Fax: (607) 547-6461 Annual Drinking Water Quality Report for 2017 Meadows, Public Safety

More information

Annual Drinking Water Quality Report for Village of Lisle 2612 Liberty Street P.O. Box 729 Whitney Point, NY 13862

Annual Drinking Water Quality Report for Village of Lisle 2612 Liberty Street P.O. Box 729 Whitney Point, NY 13862 Annual Drinking Water Quality Report for 2016 Village of Lisle 2612 Liberty Street P.O. Box 729 Whitney Point, NY 13862 Public Water Supply ID# NY0301671 TDD# 1 800 662 1220 INTRODUCTION To comply with

More information

DW Module 11: Administration Answer Key

DW Module 11: Administration Answer Key DW Module 11: Administration Answer Key What is an example of the use of a grab sample to cross calibrate a continuous sample? One example might be that the continuous chlorine residual analyzer should

More information

Preparing for Technical Training: Essential Skills for Water/Wastewater Operators. Practice Tests

Preparing for Technical Training: Essential Skills for Water/Wastewater Operators. Practice Tests Practice Tests COURSE OUTLINE: Module # Name Practice Test included Module 1: Basic Math Refresher Module 2: Fractions, Decimals and Percents Module 3: Measurement Conversions Module 4: Linear, Area and

More information

Control of Trihalomethanes (THM s) In Wastewater. Philip S. Bober, Operations Superintendent, Wayne Township

Control of Trihalomethanes (THM s) In Wastewater. Philip S. Bober, Operations Superintendent, Wayne Township Control of Trihalomethanes (THM s) In Wastewater By Philip S. Bober, Operations Superintendent, Wayne Township A viable solution exists for wastewater treatment plants using sodium hypochlorite to decrease

More information

Florida Department of Environmental Protection

Florida Department of Environmental Protection Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Noah Valenstein

More information

Annual Drinking Water Quality Report for 2015 CAYUGA LAKE ESTATES 1458 STATE RT. 38 MORAVIA, NY (Public Water Supply ID# )

Annual Drinking Water Quality Report for 2015 CAYUGA LAKE ESTATES 1458 STATE RT. 38 MORAVIA, NY (Public Water Supply ID# ) Annual Drinking Water Quality Report for 2015 CAYUGA LAKE ESTATES 1458 STATE RT. 38 MORAVIA, NY 13118 (Public Water Supply ID# 0506426) INTRODUCTION To comply with State regulations, Cayuga Lake Estates,

More information

Utility Partner Data Report

Utility Partner Data Report Utility Partner Data Report Project Title: Studying Distribution System Hydraulics and Flow Dynamics to Improve Water Utility Operational Decision Making Water Distribution System: Paris, Kentucky Project

More information

Lowering THMs in Your Distribution System Using In-Tank Aeration

Lowering THMs in Your Distribution System Using In-Tank Aeration Lowering in Your Distribution System Using In-Tank Aeration August 5, 2015 Dr. Peter S. Fiske PAX Water Technologies, Inc. 1 Some great resources McGuire et al., August 2014 20-page JAWWA article summarizing

More information

TOWN OF OLIVER WATER SYSTEM

TOWN OF OLIVER WATER SYSTEM TOWN OF OLIVER WATER SYSTEM Water System Overview March 30 th, 2006 Bruce Hamilton 1 1 Oliver Water System Overview 19901990 SOLID (South Okanagan Lands Irrigation District) amalgamation with Town Administratively

More information

DRAFT TECHNICAL MEMORANDUM

DRAFT TECHNICAL MEMORANDUM Stetson Engineers, Inc. Technical Memorandum - New City of Solvang Well Field, May 14, 2010 DRAFT TECHNICAL MEMORANDUM 2171 E. Francisco Blvd., Suite K San Rafael, California 94901 TEL: (415) 457-0701

More information

Fencing, locks on access manholes, and other necessary precautions shall be provided to prevent trespassing, vandalism, and sabotage.

Fencing, locks on access manholes, and other necessary precautions shall be provided to prevent trespassing, vandalism, and sabotage. previous start next FINISHED WATER STORAGE 7.0 GENERAL 7.1 TREATMENT PLANT STORAGE 7.2 HYDROPNEUMATIC TANK SYSTEMS 7.3 DISTRIBUTION SYSTEM STORAGE 7.0 GENERAL The materials and designs used for finished

More information

Situation Normal. facilities? Can a wastewater treatment plant be retrofit for UV disinfection

Situation Normal. facilities? Can a wastewater treatment plant be retrofit for UV disinfection Situation Normal During a UV Disinfection Retrofit Research has proven ultraviolet (UV) disinfection to be a viable alternative to the chemical disinfection of water and wastewater. New treatment facilities

More information

YOUR SPLASH PAD RESOURCE

YOUR SPLASH PAD RESOURCE 1 Index Permits & Inspections Material List Warnings Splash Pad Types Pre-Site Grading Plumbing Schematic Pressure Testing Concrete Preparation and Pour Housing/Nozzle Installation Above Ground Water Feature

More information

POINT OF SALE INSPECTION SEWAGE TREATMENT SYSTEM (STS) AND/OR PRIVATE WATER SYSTEM (PWS)

POINT OF SALE INSPECTION SEWAGE TREATMENT SYSTEM (STS) AND/OR PRIVATE WATER SYSTEM (PWS) Company: Inspector Name: Phone Number: Buyer s Name: Phone Number: Property Address: City: Zip Code: Parcel ID: Date of Inspection: The property has (mark one of each): Bedroom #: HSTS or Municipal Sewer

More information

Beginning the Treatment Journey

Beginning the Treatment Journey Beginning the Treatment Journey The City of Meridian s Path to Bring Online Their First Drinking Water Treatment Plant Perrin Robinson/CH2M Clint Worthington/City of Meridian Enoch Nicholson/CH2M PNWS

More information

Report. Lake Water Supply Hydraulic Modeling. Village of. Lindenhurst, IL. April 2012

Report. Lake Water Supply Hydraulic Modeling. Village of. Lindenhurst, IL. April 2012 Lake Water Supply Hydraulic Modeling Report Village of Lindenhurst, IL April 2012 R:\MAD\Documents\Reports\Archive\2012\Lindenhurst, IL\Lake Water Supply.HM.1290.039.mjf.jan\Report\!Front Cover (Blue=Water)

More information

Plus. Constant Chlor MM-1S. The New Model. Municipal, Food Safety & Industrial. Applications DELIVERS PATENTED UNPARALLELED SPRAY TECHNOLOGY

Plus. Constant Chlor MM-1S. The New Model. Municipal, Food Safety & Industrial. Applications DELIVERS PATENTED UNPARALLELED SPRAY TECHNOLOGY Constant Chlor Plus D r y C a l c i u m H y p o c h l o r i t e Fe e d i n g S y s t e m The New Model MM-1S Municipal, Food Safety & Industrial Applications PATENTED SPRAY TECHNOLOGY DELIVERS UNPARALLELED

More information

Utility Partner Data Report

Utility Partner Data Report Utility Partner Data Report Project Title: Studying Distribution System Hydraulics and Flow Dynamics to Improve Water Utility Operational Decision Making Water Distribution System: Nicholasville, Kentucky

More information

By Ethan Brooke and M. Collins

By Ethan Brooke and M. Collins By Ethan Brooke and M. Collins 1 A Solution for Small Systems Particularly useful for concurrent systems Do not have control over water quality Can not control residence time Alternative to precursor removal

More information

Math Review Guide for Distribution and Collection System Operators

Math Review Guide for Distribution and Collection System Operators Math Review Guide for Distribution and Collection System Operators NC AWWA WEA School November 01 Edition Committee Table of Contents Contents Basic Math Operations... Addition... Subtraction... Multiplication...

More information

City of Rochester s Comprehensive Approach to Corrosion Prevention and Mitigation Keeps the Water Flowing

City of Rochester s Comprehensive Approach to Corrosion Prevention and Mitigation Keeps the Water Flowing City of Rochester s Comprehensive Approach to Corrosion Prevention and Mitigation Keeps the Water Flowing AWWA New York Section Edwin C. Tifft Jr. Water Supply Symposium Syracuse, NY September 21, 2017

More information

Corrosion Control Across Consecutive Systems

Corrosion Control Across Consecutive Systems Corrosion Control Across Consecutive Systems Richard Calbi Andrea McElroy Overview System Overview Evaluation of Corrosion Control Treatment selected for SWNJ Hackensack System Analytical Evaluation Coupon

More information

State of California Health and Human Services Agency California Department of Public Health

State of California Health and Human Services Agency California Department of Public Health State of California Health and Human Services Agency California Department of Public Health RON CHAPMAN, MD, MPH Director & State Health Officer EDMUND G BROWN JR. Governor Sanitary Survey Report For The

More information

DRINKING WATER CONSTRUCTION PERMIT APPLICATON

DRINKING WATER CONSTRUCTION PERMIT APPLICATON DRINKING WATER CONSTRUCTION PERMIT APPLICATON Addition to existing water system New drinking water system Facilities to be added Surface Plant (new or expansion) New Well or Spring Source Booster Pump

More information

Avon Lake Corrosion Control Study and Orthophosphate Implementation. Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water

Avon Lake Corrosion Control Study and Orthophosphate Implementation. Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water Avon Lake Corrosion Control Study and Orthophosphate Implementation Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water Agenda 1 History and Background of Avon Lake 2 Lead and Copper in Water

More information

TYPES OF SEWAGE PUMPS. Solids Handling Pumps: Grinder Pumps: Effluent Pumps:

TYPES OF SEWAGE PUMPS. Solids Handling Pumps: Grinder Pumps: Effluent Pumps: Effluent Pumps: Effluent pumps are the pumps most often used in small on-site systems. They are designed to pump effluent, the effluent flowing out of a septic tank. This effluent is relatively clear liquid

More information

The Wait is Over Tier 3 and 4 Operational Evaluation Level Reporting

The Wait is Over Tier 3 and 4 Operational Evaluation Level Reporting The Wait is Over Tier 3 and 4 Operational Evaluation Level Reporting (a part of the Stage 2 D/DBP Rule) Reed M. Barton, PE November 17, 2014 ROAD MAP Introduction Stage 2 D/DBPR Monitoring and Reporting

More information

ATTACHMENT 1 GENERAL FACILITY INFORMATION. BOD5 mg/l mg/l TSS mg/l mg/l NH3-N mg/l mg/l

ATTACHMENT 1 GENERAL FACILITY INFORMATION. BOD5 mg/l mg/l TSS mg/l mg/l NH3-N mg/l mg/l ATTACHMENT 1 GENERAL FACILITY INFORMATION 1. Facility Name: 2. Type of Facility: 3. Population Served: Present: Design: 4. Flow: Average Maximum Peak 5. Water Quality: Present Design Assumed Actual Source:

More information

Chloramine Residual Optimization & Management:

Chloramine Residual Optimization & Management: Chloramine Residual Optimization & Management: Chloramines, used in about a third of municipal water systems, provide longer protection in distribution systems and are less prone to encourage DBP formation

More information

SPECIFICATIONS - DETAILED PROVISIONS Section Chlorination System (On-site Sodium Hypochlorite Generation System) C O N T E N T S

SPECIFICATIONS - DETAILED PROVISIONS Section Chlorination System (On-site Sodium Hypochlorite Generation System) C O N T E N T S SPECIFICATIONS - DETAILED PROVISIONS Section 11241 - Chlorination System (On-site Sodium Hypochlorite Generation System) C O N T E N T S PART 1 - GENERAL... 1 1.01 Scope... 1 1.02 Scope of Work... 1 1.03

More information

Math for Water Operators

Math for Water Operators Math for Water Operators 1 Remember the Three Rules for Conquering Math Always look up the proper formula This means disregarding all the numbers and recognizing the type of problem. Write it down Always

More information

Harvesting the Rain An Overview of the Rainwater Collection Systems at McKinney ISD

Harvesting the Rain An Overview of the Rainwater Collection Systems at McKinney ISD Harvesting the Rain An Overview of the Rainwater Collection Systems at McKinney ISD Authors: Primary Author: Co-Author: Co-Author: Susan Schreppler, P.E. James M. Estes, P.E. David Dupont Vice President

More information

WASTEWATER TREATMENT PLANT MASTER PLAN 6. BUSINESS CASE EVALUATION OF ALTERNATIVES

WASTEWATER TREATMENT PLANT MASTER PLAN 6. BUSINESS CASE EVALUATION OF ALTERNATIVES WASTEWATER TREATMENT PLANT MASTER PLAN 6. BUSINESS CASE EVALUATION OF ALTERNATIVES A range of potential ammonia limits were identified for alternatives evaluation, as discussed in Section 2.2.5. This chapter

More information

WATER SUPPLY CHALLENGES FOR AN ISLAND COMMUNITY

WATER SUPPLY CHALLENGES FOR AN ISLAND COMMUNITY WATER SUPPLY CHALLENGES FOR AN ISLAND COMMUNITY Britton Corbin, P.E. Janet McSwain, P.E. AUTHORS: Britton Corbin, Project Engineer, Earth Tech AECOM 2456 Remount Rd. Charleston, SC 29406 Janet McSwain,

More information

for the January 2018 MRB Group Project No

for the January 2018 MRB Group Project No Town of Canandaigua 5440 Route 5 & 20 West Canandaigua, New York 14424 PRELIMINARY ENGINEERING REPORT for the TOWN OF CANANDAIGUA WATER BOOSTER STATION, TRANSMISSION MAIN, & STORAGE TANKS January 2018

More information

Interim Source Removal Summary Groundwater Extraction System Former American Beryllium Company Site Tallevast, Florida

Interim Source Removal Summary Groundwater Extraction System Former American Beryllium Company Site Tallevast, Florida Interim Source Removal Summary Groundwater Extraction System Former American Beryllium Company Site Tallevast, Florida Soil and Groundwater Sampling Program On August 3, 2008, approximately 5,000 gallons

More information

This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library.

This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. For additional information about this document and the document conversion process, please contact

More information

Slant Well Desalination Feedwater Supply

Slant Well Desalination Feedwater Supply Slant Well Desalination Feedwater Supply Comparison Between Dana Point Test Slant Well and CEMEX Test Slant Well CalAm 9 Oct 14 Doheny Ocean Desalination Project Dana Pt. Project Location & Layout 30 mgd

More information

WATER SUPPLY APPLICATION ENGINEER S REPORT

WATER SUPPLY APPLICATION ENGINEER S REPORT February 2010 WATER SUPPLY APPLICATION ENGINEER S REPORT Burnt Hills Ballston Lake Water District No. 2 Connection to Saratoga County Water Authority East Line Road Metering/Chlorination/ Pump Station

More information

Amesville Water System

Amesville Water System Water system timeline System built in 1960 s Tank telemetry failed 1970 s June 2012 duracho and electric outage May 2013-29 EPA citations (see copy) June 2014 started consultation with Triad Engineering

More information

Mixing, Short-Circuiting, Stratification, Buoyant Jet, DBPs, Water Quality, Water Age

Mixing, Short-Circuiting, Stratification, Buoyant Jet, DBPs, Water Quality, Water Age THE SCIENCE OF MIXING AND IMPROVING WATER QUALITY IN WATER STORAGE TANKS Michael J. Duer, P.E. Chief Engineer, Tideflex Technologies., 600 North Bell Ave., Carnegie, PA 15106. (412) 279-0044 phone, (412)

More information

Ohio Section AWWA NW District Fall Meeting April 20, City of Delaware Water Plant Improvements

Ohio Section AWWA NW District Fall Meeting April 20, City of Delaware Water Plant Improvements April 20, 2016 City of Delaware Water Plant Improvements 1 NW District Fall Meeting April 20, 2016 Delaware Water Plant Project Overview Converted 6.0 MGD Lime Softening Plant to 7.2 MGD Ultrafiltration

More information

Leading Creek Conservancy District Water Treatment Plant

Leading Creek Conservancy District Water Treatment Plant Leading Creek Conservancy District Water Treatment Plant General Information County: Meigs Counties Served: Vinton, Meigs, Gallia Type of System: Public: 6119: X Private: Year Established: 1969 Year of

More information

Start and Finish Dates: You will have 90 days from this date in order to complete this course

Start and Finish Dates: You will have 90 days from this date in order to complete this course Registration form OPERATOR MATH REVIEW $100.00 48 HOUR RUSH ORDER PROCESSING FEE ADDITIONAL $50.00 We will match any other price if you can find equivalent course for less. Start and Finish Dates: You

More information

Reclaimed Water Treatment, Distribution, Pumping and Storage Engineering Report Form

Reclaimed Water Treatment, Distribution, Pumping and Storage Engineering Report Form Oklahoma Department of Environmental Quality Water Quality Division Phone: 405-702-8100 Construction Permitting Section 707 N. Robinson, OKC, OK 73102-6010 P.O. Box 1677, OKC, OK 73101-1677 Reclaimed Water

More information

Radon in Water. Topic 10 - Audio 80

Radon in Water. Topic 10 - Audio 80 Topic 10 - Audio 80 The measurement of radon in water as well as some concerns relative to mitigation was covered in the measurement section (if needed please review Measurement Course). The vast majority

More information

Turtle Lake Augmentation Turtle Lake Homeowners Association May 18, Shoreview, Minnesota Turtle Lake Augmentation Study

Turtle Lake Augmentation Turtle Lake Homeowners Association May 18, Shoreview, Minnesota Turtle Lake Augmentation Study Turtle Lake Augmentation Turtle Lake Homeowners Association May 18, 2016 Study Objectives Reduce cyclical low water levels on Turtle Lake between periods of normal to above normal rainfall through augmentation.

More information